6. The following data were collected during a stream gauging operation in a river. Computethe discharge.Distance from the bank(m)0.01.53.04.56.07.59.0Depthاذاساانااذاة0.01.32.51.71.00.40.0Velocity (m/s)at 0.2d at 0.8d0.00.00.60.40.90.60.7ddddddd0.66400.40.0이이이이0.50.40.30.0A = 1₁5x 113 x Gverage relacty[Dad & Dred]+

Answered: Image /qna-images/answer/1127d9c3-a649-4153-ba61-657e5c701363.jpg

6. The following data were collected during a stream gauging operation in a river. Compute the discharge. Distance from the bank (m) 0.0 1.5 3.0 4.5 6.0 7.5 38 9.0 Depth 0.0 1.3 2.5 1.7 1.0 0.4 0.0 Velocity (m/s) at 0.8d 0.0 0.4 at 0.2d 0.0 0.6 0.9 0.7 0|0|0| اداداد 0.6 0.4 0.0 ادها اداباد 0.6 Tolololo 이이이이 0.5 0.4 0.3 0.0 نا اچھا A = 1.5x 113 x Average velocity [D.ad + oved]

6. The following data were collected during a stream gauging operation in a river. Compute the discharge. Distance from the bank (m) 0.0 1.5 3.0 4.5 6.0 7.5 38 9.0 Depth 0.0 1.3 2.5 1.7 1.0 0.4 0.0 Velocity (m/s) at 0.8d 0.0 0.4 at 0.2d 0.0 0.6 0.9 0.7 0|0|0| اداداد 0.6 0.4 0.0 ادها اداباد 0.6 Tolololo 이이이이 0.5 0.4 0.3 0.0 نا اچھا A = 1.5x 113 x Average velocity [D.ad + oved]

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

from the following data the mean preciptation as determind by the thiessen polygon methods is 50.6mm? station a b c d rain amount (mm) 40 ? 35 60 area covered (ha) 12 25 18 45 the missing raianfall amount in station b is ? a. 40mm b.none of these c.50mm d.30mm
During the dumpy level test, the observations are as follows:Staff reading stationAInstrument placedB2.2353.545AB1.6052.564Distance between A and B is 250 m and R.L of A is 435.062 m, Find the R.L of B.
Water flows in a trapezoidal channel with side slope 1V:3H, bottom width of 16ft and water depth of 4.5ft. The channel bottom drops 0.1ft every 100ft. Length, n=0.015 Compute the flow rate in ft3/s (using Manning) Group of answer choices 862.32 683.22 386.23 386.32
A stone is dropped down a well with a velocity of 3.28 ft/s and 16.30seconds later thesound of the splash is heard. If the velocity of sound is 1130 feet per seconds. What isthe depth of the well?
Follow directions and box your answers. ANSWER: (a) 1.0 (b) 5/8, - 3/8 (c) 15/8 1. (a) 4, -1 (b) 2.5, -1.5 (c) 7.5 kN.m, -5 kN.m 2. (a) 3,200 N (b) 1450 N, -450 N (c) 6000 N.m, -1000 N.m
A stream discharge was measured using standard current meter and mean velocity method.Calculate the discharge of the river ,the equation of current meter is V= 0.51 N + 0.03m/s.Given the data of river measurement below
A rectangular channel has a width of 3.6m with a roughness coefficient of 0.013 Compute the critical slope Choices: 0.83 0.083 0.00308 0.38 NOTE: In the given question that is all that is given there is no discharge given please help this is the only information that is given i this question
Apply “Rise and Fall method” for working out the reduced levels of points for which the following consecutive readings were taken with a level. 0.894, 2.643, 2.896, 4.016, 1.954, 0.692, 2.582, 0.251, 1.532, 2.996, 1.135 The instrument was shifted after the 2nd, 4th, 6th and 8th readings. The first reading was taken on the staff held on the bench mark of R.L. equal to 5757. Rule out a page of level field book and enter the above readings
1.Find the approximate flow rate at which water will flow ina conduit shaped in the form of an equilateral triangle ifthe head lost is 4 m per kilometrelength. The cross-sectional area of the duct is 0.075 m2. Assume f = 0.0155.
Find the discharge through a fully submerged orifice of width 2 m if the difference of water levels on both sides of the orifice be 800 mm. The height of water from top and bottom of orifice are 2.5 m and 3 m respectively. Take Cd= 0.60. a.2578 L/s b.2235 L/s c.2467 L/s d.2377 L/s
A square island have 3 installed rainfall station on each of the corner with these records: A=1350mm, B=1850mm, and C=2450mm. What is the areal precipitation in mm using distance weighting method?
An engineer’s transit was set up at a central station O. Four surrounding points A, B, C and D were observed. Angle AOB 63°25’, BOC 55°45’, COD, 29°15’ and DOA 31°10’. What is the most probable value (MPV) of angle BOC?a. 55°51’15” b. 49°30’ c. 100°38’45” d. 10°51’15” What is the MPV of COD? a. 29°08’45” b. 15°38’45’ c. 74°08’45” d. 29°21’15”